Volume 11, Issue 1 (2011)
MCEJ 2011, 11(1): 0-0 |
Back to browse issues page
Download citation:
BibTeX | RIS | EndNote | Medlars | ProCite | Reference Manager | RefWorks
Send citation to:
BibTeX | RIS | EndNote | Medlars | ProCite | Reference Manager | RefWorks
Send citation to:
Rajabi R, Barghi M. Investigation of Park-Ang Damage Index Model
for Flexural Behavior of Reinforced Concrete Columns. MCEJ 2011; 11 (1)
URL: http://mcej.modares.ac.ir/article-16-5024-en.html
URL: http://mcej.modares.ac.ir/article-16-5024-en.html
Abstract: (5062 Views)
Abstract:
Damage assessment of bearing members before rehabilitation is necessary. If the damage state
of a member is expressed by a number called "damage index". One of the most popular
damage indexes for reinforced concrete (RC) members is Park-Ang Damage Index model.
This model has been established based on the experimental results of RC beams and columns
with different modes of damage. It has considerable uncertainty based on its authors’ remarks.
In this study, the precision of Park-Ang model for RC columns was improved by using some
experimental results from the Peer's (Pacific Earthquake Engineering Research) data bank.
The proposed model focuses on RC columns with specific sections and collapse modes.
Received: 2008/12/27 | Accepted: 2010/12/29 | Published: 2011/04/19
| Rights and permissions | |
 |
This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License. |